Keywords: BLASTING
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Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 86 (5): 963–971.
Published: 01 October 1989
... INVESTIGATION BLASTING CONCRETE HIGHWAYS ECONOMICS DEGRADATION ROADS VALUATION TENDERS WORK ROCKS ENVIRONMENT FLEXIBLE PRESPLITTING ROCKFILL FILL BULK TRUNK DESIGN TENDERING CUTTING PRESPLIT DRILLING CUTTINGS SURFACING EMBANKMENTS LOCHS LAKES LOCH LOMONDSIDE SCOTLAND CAMUS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 86 (5): 1021–1023.
Published: 01 October 1989
...L HINCH; CD WARREN; P FOOKES; MP OREILLY; TRRL © Thomas Telford and ICE 1989 SIR WILLIAM HALCROW TRRL TRANSPORT AND ROAD RESEARCH LABORATORY TRUNK DESIGN MONITORING ROCKS ROADS INSTRUMENTATION CUTTINGS PRESPLITTING GEOTECHNICS DRAINAGE BLASTING TAFF VALE SOUTH...
Journal Articles
Proceedings of the Institution of Civil Engineers (1987) 82 (3): 697–703.
Published: 01 June 1987
... VERTICAL SAMPLING MANDRELS DRILLING GEOPHYSICS SURVEYS BOREHOLES GROUND SPECIFICATIONS BLASTING VIBRATIONS h o c . Instn Ciu.Engrs, Part 1,1987,82,Jun.,697-703 8953 DISECNUGSSINMIOEANENRAINGGEMENT A8 Port Glasgow eastern section : design and construction D. Droy, A. McGown andD. C . Mann GROUP...
Journal Articles
Proceedings of the Institution of Civil Engineers (1986) 80 (2): 429–449.
Published: 01 April 1986
.... The siteinvestigationandsamplingtechniques are described, with particular emphasis on the use of small-diameter piston sampling and Rowe consolidation tests to obtain consolidation parameters for embankment design. In the rock- cut section of the works theuse of seismic surveysto determine the practicabilityof blasting rock at low values...
Journal Articles
Proceedings of the Institution of Civil Engineers (1986) 80 (2): 465–491.
Published: 01 April 1986
... STATIONS CONTRACTS ADMINISTRATION TRANSITION CLIMATE CORROSION PIPES PROTECTION REEFS ENVIRONMENTAL ENVIRONMENT IMPACT OFFSHORE TRENCHING LIMESTONE BLASTING DREDGING ROCKS ARMOURING ARMOURED SEABED SURF BACKFILLING CEMENT MORTAR LINED SULPHIDES BACTERIA ECOSYSTEMS FEASIBILITY...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1985) 78 (4): 959–990.
Published: 01 August 1985
...) and drive length (3 km) of the tunnel. 16. It was anticipated that drill and blast would be needed to excavate the Corallians and that pneumatic picks and spades would win the Kimmeridge clay. In the bill of quantities 370 m was described as hardground and 2310 m as soft. To use a shield in the hard...
Journal Articles
Proceedings of the Institution of Civil Engineers (1984) 76 (3): 653–670.
Published: 01 August 1984
... BLASTING BALLAST DRAINAGE EARTHWORKS MANAGEMENT FORMATION RELAYING CATCAIRN BUSHES BURNMOUTH EAST COAST SCOTLAND UK Proc. Instn Civ. Engrs, Part l , 1984,76,Aug., 653-670 PAPER 8815 TRANSPORTATION ENGINEERING GROUP Cliff slope failure at Catcairn Bushes near Burnmouth on the East...
Journal Articles
Proceedings of the Institution of Civil Engineers (1982) 72 (3): 307–331.
Published: 01 August 1982
... of the many sewers in tunnel a variety of procedures for dealing with the range of ground conditions arising from the geology of the area had tobe adopted. These were as follows. 8. Blasting was used but it was limited by constraints imposed by the presence of buildings over or near the line of tunnels...
Journal Articles
Proceedings of the Institution of Civil Engineers (1980) 68 (3): 545–546.
Published: 01 August 1980
...TS KRIEBEL; AAB MUSANNIF © Thomas Telford and ICE 1980 A OGDEN DEMOLITION COAL TOWERS EXPLOSIVES DEBRIS TOPPLING CONCRETE BUNKERS MAISONETTES METHODS URBAN BUILDINGS COOLING TALL BLASTING AREAS Proc. Instn Civ. Engrs, Part 1 , 1980, 68, Aug., 545-546 8301...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 65 (3): 611–621.
Published: 01 September 1978
...K MEDEARIS Proc. Instn Ciu. Engrs, Part 2, 1978, 65,Sept., 61 1-621 Rational damage criteria for low-rise structuressubjected t o blasting vibrations The development of more rational darfiage criteria for low-rise structures subjectedto blastingvibrationsis...
Journal Articles
Proceedings of the Institution of Civil Engineers (1977) 62 (3): 399–418.
Published: 01 August 1977
.... Duringthe December 1971 war in Bangladesh the bridge was heavily damaged, primarily by blasting charges. The damage was considerable but the principal effects were as follows. 12. Both the upstream columns of the first trestle on pier 2 were damaged heavily and portions of skin plates were wrenched out...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1975) 58 (3): 427–434.
Published: 01 August 1975
...JL ABRAHAMS; RF MCCORMICK; J ERRINGTON; JFC SWANSBOURNE; FA ASKEW; J O MAY; CC MARSHALL; D SHENNAN; RW FLINT; BO SKIPP; HR OAKLEY; P JUBB; J MARKLAND; WR MILLER; B CLARK Proc. Instn Ciu. Engrs. Part 1, 1975, 58, Aug., 427-434 7728 DISCUSSION Underwater drilling and blasting for rock dredging J. L...
Journal Articles
Proceedings of the Institution of Civil Engineers (1974) 56 (4): 463–478.
Published: 01 November 1974
...JL ABRAHAMS © Thomas Telford and ICE 1974 ROCK FALL CO LTD GLASGOW UNDERWATER ROCKS EQUIPMENT SAFETY TECHNIQUES EFFECT WAVES BOREHOLES DRILLING DREDGING RIGS DEEPENING BARGES DETONATION GROUND SHOCKS BERTHING BLASTING EXPLOSIVES VIBRATIONS COSTS DEVELOPMENT...
Journal Articles
Proceedings of the Institution of Civil Engineers (1971) 50 (4): 419–433.
Published: 01 December 1971
... areembedded in a matrix of moreor less decomposedmaterial. Effective drilling and blasting of such ground is not straightforward in the dry and is much more difficult under water. Blasting 37. For this submarine drilling and blasting the Contractor designed and built his own spud-leg drilling platform...
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